English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Plus annual

Presents the access of premium content as premium feature

Premium Content

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Tools annual

Global: Zendy Free Plan

Global: Zendy Tools monthly

Global: Zendy Plus monthly

Advanced water treatment facilities are used widely, mainly to remove taste and odor and to reduce trihalomethane generation. Each such facility consists of an ozonation and biological activated carbon (BAC) process and has made the achievement in wateworks (Sato, 2002). To make these facilities more efficient, a large number of researchers were taken to make the ozonizer more efficient and to enhance treatment technology. The ozonizer was reduced in the discharge gap using oxygen, and thus increasing ozone concentrations to 300 g/Nm3. However, to avoid incomplete combustion and ensure safety, ozone concentrations must be within 150 g/Nm3 (Ishioka, 2002; Mizutani et al.,1999).The present report also demonstrates that ozonation technology is effective in removing taste and odor and in reducing trihalomethane ( Morioka et al., 1993; Morioka, 2001); and that bromate information can be suppressed by keeping concentrations of dissolved ozone to no more than 0.1 mg/L ( Kato et al 2002). To spread and establish ozonation more widely, basic research with demonstrative plants must be conducted with regard to ozonation techniques that are capable of handling raw water from waterworks.

DEVELOPMENT OF THE OZONIZER AND OZONATION TECHNOLOGY FOR WATERWORKS IN JAPAN